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Properties of silt-based foamed concrete: A type of material for use in backfill behind an abutment

机译:基于淤泥的泡沫混凝土的性能:一种用于电梯后面的材料的材料

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摘要

This paper addresses the influence of the silt content and concrete density on the physical and mechanical properties of foamed concrete, including the compressive and flexural strength, water absorption, pore structure, and hydration products. The results of the experimental tests show that the compressive and flexural strength of the foamed concrete increase with the increasing density and decrease with the increasing silt content. The early strength of foamed concrete containing 20% silt is 32.5% higher than that of foamed concrete without silt, regardless of the density. The water content has little impact on the compressive strength of foamed concrete-containing silt. The foamed concrete continues to hydrate when immersed in water. The average pore diameter of foamed concrete with silt decreases with the increasing density and increases with the increasing silt content. The X-ray diffraction (XRD) results show that the hydration products of the foamed concrete mixed with silt are similar to those of ordinary concrete, and no other unknown product is formed. (C) 2020 Elsevier Ltd. All rights reserved.
机译:本文涉及淤泥含量和混凝土密度对发泡混凝土物理和力学性能的影响,包括压缩和弯曲强度,吸水,孔隙结构和水合产物。实验试验的结果表明,发泡混凝土的压缩和弯曲强度随着氧气含量的增加而增加,随着密度的增加和降低而增加。无论密度如何,含有20%淤泥的发泡混凝土的早期强度比没有淤泥的泡沫混凝土高出32.5%。含水量对含泡沫混凝土淤泥的抗压强度影响不大。当浸入水中时,发泡混凝土继续水合。具有淤泥的发泡混凝土的平均孔径随着密度的增加而降低,随着淤泥含量的增加而增加。 X射线衍射(XRD)结果表明,与淤泥混合的发泡混凝土的水合产物类似于普通混凝土的水合产物,没有形成其他未知产物。 (c)2020 elestvier有限公司保留所有权利。

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